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HomeMy WebLinkAboutLot 55-68 Precise Grading N PRECISE GRADING PLAN Mu� T� Ho `� LOTS 55 - 68 OF TRACT NO. 25004 X40 � GRADING NOTES CITY OF TEMECULA, CALIFORNIA 9�� 13 9 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION do SEDIMENT CONTROL PHASES 4 AND 5 � ORDINANCE N0. 04-04, AND IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. 2. BUILDING PAD AND DRAINAGE SWAIE SLOPES SHALL BE A MINIMUM OF 1%. DRAINAGE SWALES SHALL BEA MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN X" PER FOOT FOR A MINIMUM OF 3 FEET. 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. g•26 tP 4. PROVIDE, AS APPICABLE, CONCRETE BROW DITCHES TO CONVEY 100-YEAR STORM FLOWS, OR PROVIDE �\ \ 'C �\w\ 77 GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE Cl? ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. 78 - p Rp• 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, 79 76 OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. � � ' \ � � J G� P� 75 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CIN OF TEMECULA'S PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING 74 PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT, CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION � � � 73 VICINITY N��IAPI AND LOCATION OF CUT/FILL SLOPES. � �C � \ \ � NO SCALE 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. 61 60 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS 5 / � ` 1 62 ���-z` \ \O INVESTIGATION BY GEOCON, INC. DATED JULY 2, 2003. TWO SETS OF THE FINAL COMPACTION REPORT -�-- yam/ SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN SWALE 1X MIN. � PHASES � � � 72 RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE � 1 \ �� �� RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. � ^' � o � , \ 70 LEGAL DESCRIPTION ( PHASES 4 & 5): 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN ADVANCE �y R � S9 63 \��\ � �� REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO 3 SWALE SWALE % � �\ �L� LOTS 55 THROUGH 68, INCLUSIVE, OF TRACT N0. 25004 RECORDED BUILDING PERMIT CLEARANCE FOR EACH LOT. � HOUSE "' q \ � 64 � �C` ` IN BOOK 345, PAGES 20 THROUGH 25 OF MAPS, RECORDS OF PUBLIC WORKS DEPARTMENT PHONE: (951) 694-6411 1 5• IH 1 11 11 ui 58 \� \ � 69 RIVERSIDE COUNTY, CALIFORNIA 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND SEDIMENT CONTROLS TO 11 �01�T 4' MIN. 1' S� MSN. � -11 �1 � 57 65 PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING THE GRADING PHASE. o k SETBACK LINE 6 i4lIN Z0? 66 �`\ \ \� \� � � SOILS ENGINEER 11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING, WHERE APPLICABLE, ,�� � � I 56�1 GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF IN ACCORDANCE WITH CITY CODES PRIOR TO 18MIN. 55 67 r\ � GEOCON INCORPORATED IRRIGATION SYSTEMS PROVAL OF (WITH INSPECTION.NAL B CKFLOW PERVENTIONVDEVICES PER VERTICAL�HEIGHT SHALL HAVE PERMANENT _r� zOx MAX, _ - 11 O � 41571 CORNING PLACE SUITE 101 EXIST. 2.'1 SLOPE � 68 MURRIETA, CA 92562 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF PER ROUGH GRAD. PLAN � � T 1� 52 53 54 951-304-2300 PHONE WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF STEEP SLOPING TERRAIN OCCURS UPON � �P`'` ,.\\ \ � � � 951-304-2392 FAX WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL � � � moo SOIL FOR FULL SUPPORT. A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL TYPICAL LOT DRAINAGE TYPICAL SWALE-SLOPE 11 p' SUZI APPROVE PLACEMENT OF FILL. � OWNER/DEVELOPER: 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED. NO SCALE NO SCALE - � II 49 50 51 22 � ►` � KB HOME PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM �- �I 21 � BRIAN FREEMAN SILT DEPOSITION AND PONDING WATER DURING GRADING OPERATIONS. - � r%. II - - � -�I 2Q SII \ \� 26201 YNEZ RD. SUITE 104 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CIN ENGINEER. �- II 48 23 �I I TEMECULA, CA 92591 PROPERTY LINE (V 951-587-3310 PHONE 15. STABILITY CALCULATIONS WITH AFACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE-TENTHS (1.5) SHALL BE - � O �+ 47 24 19 951-506-1722 FAX GARAGE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR FRONT SETBACK 20' AIIN. :;ZZ ENGINEERING GEOLOGIST FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. 46 25 v II 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING 10' PARKWAY � BENCHMARK: 1 U PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN &p� � � 45 26 17 SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH REPECT TO ADJACENT GROUND SURFACE IS REQUIRED, IM(. 6' Sv� COUNTY OF RIVERSIDE B.M. N0. T-46-81 RESET 1997 THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. Q' pyx MAX ' - _ _ � � I 27 1 g II FROM THE INT. OF RANCHO CALIF. RD. AND FRONT ST. STREET 2X � I 44 II I� I 1.7 MI NW ON FRONT ST./JEFFERSON AVE. TO THE INT. 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS OUTLINED IN THE � I I15 OF JEFFERSON AND WINCHESTER (HWY. 79), 2.0 MI. NE CIN do OF TEMECULA GRADING, EROSION SEDIMENT CONTROL ORDINANCE N0. 04-04 THROUGHOUT THE 43 28 II II I� I ON WINCHESTER RD. (HWY. 79) TO A BRIDGE OVER THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTRUCTION � I SANTA GERTRUDIS CREEK, 55.5' E'LY OF THE C.L. OF ACTIVITIES, IF APPLICABLE. _ - D 14 WINCHESTER RD. AT SE'LY COR BRIDGE OVER SANTA 18 EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. NO OBSTRUCTION TYPICAL DRIVEWAY � - - 42 29 � 13 II II � I GERTRUDIS CREEK 4.5' N'LY OF S'LY SIDE OF CREEK. OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. NO SCALE I 41 30 II~ II I I ELEVATION: 1097.163 19 ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY ` � 12 W CONSTRUCTION/GRADING. _�� _ _ 40 31W „ 11MI, III TOPOGRAPHY 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PUBLIC RIGHT-OF-WAY. CONSTRUCTION NOTES & QUANTITIES 39 32 � II TOPOGRAPHIC INFORMATION SHOWN HEREON IS TAKEN FROM 10 1 4" AREA DRAIN 1 EA Q� = 1jui II I APPROVED ROUGH GRADING, STORM DRAIN, AND STREET 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS 38 33 N I IMPROVEMENT PLANS FOR TRACT N0. 25004 ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING 2 3" PVC PIPE O MIN. 1% SLOPE 72 LF MI 9 THE CITYCE ENGINEER �ORRR�VIEW,A DTHE A PRO AAPPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO Q3 SIDEWALK UNDERDRAIN PIPE PER CIN OF TEMECULA STD. N0. 303 1 EA 00 NII ' II� II i EARTHWORK QUANTITIES � N�� � 37 36 35 34 S � 1 CUT 1.400 CY 22. THE ISSUANCE OF THIS PERMIT BY THE CIN OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGERED N 7 � FILL 1.400 CY SPECIES ACTS OR WATER QUALITY REGULATIONS. THE CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR �� E � � I IMPORT/EXPORT 0 CY OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR O �I� ONIA LANE II II J GRADING. Z SHEE 1 2 3 4 5 6 � N 1'17 3"W � T INDEX: Q � I N139 '16"�! 2�.00'� I I SH. 1 TITLE SHEET AND INDEX MAP � N I2'4 '27"q I SH. 2 PRECISE GRADING PIAN LOTS 58 - 63 NB '30'1 "W7 1 423.82 �3,pp� I SH. 3 PRECISE GRADING PLAN LOTS 55 - 57 do 64 - 68 N458p8 1 "W M� � TRACT NO. 21500+4 1 � � NII 21 '11' WjPRIVATE ENGINEER'S N0110E M THE CQNMAC I THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES 0R wl� r I � � � II II Medofer Engineering, Inc. STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF `i iANDREWS WAS AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO u u I 28610 Midsummer Lane EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO Q2 LOOS' 2CI GR Menifee, CA 92584 PROTECT THE UTILITIES SHOWN, AND IS ANY OTHER LINES OR STRUCTURES INDEX MAP la L00300491066909-816-5830/951 -301 -6792 fax OFA AND SHOWN NYODA AGEETOLTHESE N NES OR S�RUCTURESFOR THE PROTECTION w , uredo%r-engOcomcast.net SCALE: 1 = 150 WDID # 9 330322766 LD05-164GR Underground Service Alert CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE SEAL: Designed B Drawn B Checked B DrawingNo. �D !! 1"44" 1 E RET WALL -LOTG �7 1111111 QROFESS/pN 9 y y Y �o �� ti NF M.A.M. M.A.M. M.Q.M. RECOMMENDED BY: DATE: 8���� CITY OF TDEPARTMENT OF PUBLIC WORKS f I MAS! REV/SED S[OFE REAR 4^73 iso-GZ!i/¢b Horizontal W� cls ��� �i�, plans Prepared u„a•r Supervision m TRACT �. 2�4 Coll: TOLL FREE Contractor AS SHOWN y ? p = �P � ACCEPTED �: �'t-- DATE: PRECISE GRADING PLAN 1 -800 SEE ABOVE W No. 47604 m �G�%i (/C ' Z7 O� DEPUTY DIRECTOR OF PARKS UBLIC WORKS Imp � EXP. 12-31-05 � MICHAEL A ME ER Date: 227-2600 ve�,�a� ,t ,t ; <`` ..,.•- ,::a=:-� Date Completed sf c,V,V �.r PHASES 4 AND 5 P NA �TFOFCAUF� R.C.E. No. 476 Expires 12/37/05 R.C.E. No. 19744 Expires 9/30/05 �+,, i6d4 Sheet 1 of 3 TWO WORKING DAYS BEFORE YOU DIG °' •�• TITLE SHEET TR C;?. 16, NO 1'' � °029'3 4or 2g � S9 S7 1 - B8 , p�' - I 1.0z N�FG r9 9 TF �� � i9 , .2s II 1 61.1 00R4 G(! I I 1 1' � L _ DD 2g HG I I w I f P44,V U-) 1.0X I wI O n o FL, H 4n N I Z til .-. L t 58 z I V FF=12 c ' fi2.27 I 4 6 PAD 1261.6 10. . � TR 1.6 �� 59 FL w 2 � � ' PLA _ wo ,� _ , 0 s 4 C�' N 1 g o� I Q FF1 200 .. 1 3 a ~� -- 261.2 7 N7s•27'o,"E R Q L,_LL oo PAD-126 N NO. RETAINING WALL PER �•fi 12.69 �� 1 PLAN 2 I L, j ARA TE PLAN o N �; 6 4w P L -C a Q=10'14'12" 140/7- LL. 2 ew N R=100.00' 211.00. -�0 o L-17.87 0 ox 58 S� O -4J � � Q I L G I ow �' F 35. ' acs w � � � �o FL o " G 0 I G° 1 1 + I w FG N z N 0029,, CD s N ^ u, k ice+ k G8 I 16' WY 4 O S ah / FF . � �� �J o ,rjl. o C.L+T M. L�=4'36'56" m1 0 0��' a' p� �SB o 1 h I Q� .S R=730.0 N - - �p r�S L=58.81' (q '79 S 1 58.77 r 60.S6' ,��� 1256.0 .0-� � N 3 9 N 13. '5 TC �i R. H R w ry N 6612%" ° C TC / 1.73' / � k --- . , 4 N �'"' 28+98.75 1 ,•5Z rs, W27 HR � `� 1257.50 C L ,6 DW1'. V J F 28 ROAD T- -tr- Jr8� N -�� -T o 1 �,c .14 I ad ti 9 C-4 v 3 ago ' ! j :,o �� N 9 N I I I �, � 029 rn ri 13"E I wrri 4 \I ��?- o F �s8� -�, W 5" = 'L �/� 6 G I �� N W 5.39 �� �:;w 1 5 •90 ,��•�h Aq 12S NiN3'32 59 W Q_1 X4'12 G Q� 1 R-100 I 00 p( J12 8j �9N S8 tub .0 h c N 12 -3 � FL v v G w O 112.0' I 0.2' D4.0 .1260.4 8 LF N �, � 3-� SLAP lllllllllllllllllIlI 0,1 �. 1 F r 1 61. 6LF F o a 2d 0 INA 1 0 w E FA D IZd¢.o � of - �� 1 1lop 0 Cn oN'0 1 2 P 5.063 = o �° I V 0. ;:0 •0 1 r 1 w © ,e �_.r• K o FF=1 S DF cv 2 -P. C ti o o �� P _2fi1•67 7LF FL " I Z V_: qp�1 I 1 .- two- PLAN 3R-q 10 LF 0' I ow- 'Pe ." 1 1 - N 12 8.931 1 IR ew ° p 6' F `' Pp 8 N 0 LF I r" Q Fo 3.1 �frA/ff/ffq; 0.5f DF 7 LF PI�� Q .- N 1 .8 I0100, rn I F slo '. FL .100,I 1 2 S P� 0 1 . 1 61.0 ? 1261.0 1258.8 _ 61.90' N 20'20'19" WCONSTRUCTION NOTE 0 20 40 fi0 80 CRIB-TYPE 170.76' N 20'20'19" W RETAINING WALL CRIB--TYPE 77.69' N 20'20'19" W PER SEPARATE PLAN RETAINING WALL (D4" AREA DRAIN LOT 80 PER SEPARATE PLAN ( 3" PVC PIPE 0 MIN. 1% SLOPE I MedoferEngineering, Inc. MWD EASEMENT Q SIDEWALK UNDERDRAIN PIPE PER CITY OF TEMECULA STD. NO. 303 28610 Midsummer Lane CA 92584 0 LOOS'- 2 O Menifee, 951 --301 -6792 fax 9�� 909-816-5830 Cr �no�' fro R medofer_eng®comcast.net WDID # 9 330322766 LD05- 164GR Underground Service Alert CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: Designed By Drawn By Checked By SCALE Drawing No. 114 4 MAX � f . L -L4rLr 117� pa°1 E ss��N .�/off o A. �+� M.A.M. M.A.M. M.A.M. RECOMMENDED BY: DATE: CITY � TEMECULA DEPARTMENT OF PUBLIC WORKS Call: TOLL FREE Contractor 111i"10 MAA � REVISED SLOPE RF4�P of"LOr.SLO- /// d Horizontal ����� Mf�o.� Fs , � Plans Prepared Under Supervision Of 3 f TRACT NO. 2 " h ACCEPTED BY: AT R SEE SHEET 1 1 - 20 DATE: 1 800 Inspector No. 47604 Date: g z9 0� RONALD J. PARK PRECISE GRADING PLAN l'd \J/: III 227-2600 Vertical * EXP. 12-31-05 * MICHAEL A. MED DEPUTY DIRECTOR OF PUBLIC WORKS � Date Completed sr� e,v i� ,�•� PHASES 4 AND 5 N A rF �Fo� R.C.E. No. 47604 Expires 12/31/05 19744 Ex ares _ ,. �rr; 19e�:... OF CA\ P R.C.E. No. p• _.9 30 -05 r Sheet 2 of 3 TWO WORKING DAYS BEFORE YOU DIG are• , LATS 58 - 63 r9 sr, 8 TR N / / r � ' N / II ��•r �00?9f NoZ f 4 oSapp _ g .2g ,6 , � o I •43 f � 6 fR 19� 1 ;LU 00Qib I SC f N�pt4N �, / '�•o � f C\4 o I Cly o .r o. RETAINING I INING WALL PER (y PLAN I RETAINING WALL PER I rn SEPARATE a, SEPARATE PLAN L N 12 / X !FLtHk LU N FL .0% 1; N Li .4 viFLd � 4 © 1 6 / 1.07E L ;Rur �' 7 0.2'FDF 41 Z / 10 LFr-- - FG z 56 1 / 0.3' OF 37 Fc FL 10 LF FF=1266• 7 PAD=1265.7 Z 0 FG c-,:) o LF LAN 3R--C FF=1264.77 �"• 55W of N �a PAD=1264.1 w n� `•�' 45LF ' _A 8 PLAN 2 = FF=1268.1 �,� =1265.97 .s' -� Cn 20 I 7.5 �- �- R PAD-1 �o Z 6 .7 S I PLAN 2R-B �`� W 0 7' rn o BW oo N 0.7 OF �0 0 LF a 1 I o FG '0 ,i� �' FG.4 13.4 1 4 LF 11] 1] ip 1 9 o ,�� W 1 �o z I = .8 W 1 4. L G8 r .� (n 1 N I L N av o N26'37;40" W 4 n 11.86 FS FS FS FS A=4 1264. 5 4'37' 44" =730.00 L=58.98 0f0'31'S3" 1 4. 7 56.97 =3'50 01 R 730. 0 L- 8. I I R=1070.0Q 401#W L=9.921N26-37 I62.3or, I TCL- to _ + LLJ °� .85 r I I Z � � ----TC ~ pa cn - c�D I 4 LA p G In 27 � CL d ROAD I 50.30 --.+ Jq r + L - 7- SHREE I I I 5 --- r- I I °a 3740 "W .21 N26 I + fi 2824 m N c)CD 18.53 _ r ,� N � © allo 1 4. +91.59 C.L. SUZI LN. r '�'. y 0 I $ r- 1 .6 4" _ L 69.75' 'n '- I + " =47.79 - + 1 .87 * J I L - I 1 .00 t � NV .30' FS FS I _N2 37'40 W N1� 1' CD ' 1 FS r " .71264.4 NO 1 67. �, o Q, � � CV 7. �� N G � 1 5 0 264. 7.0' GF=1263.50 VL1 N 4! 1 1L G =12 0 O I FG Q o � 1 7, FG I � Icy FLG .3 F 8 4 � 0 Z 11.8 =1 9.6 0 12.7 � I N o =1268.9 1 1 64 I 1 1 9. 1 I FF= 0 - , c• w, 1 1264.67 NI I L 4 °�° 6 ,� �-•- I o PAD=1264 M 6 GF=12 .9 I .0 , RETAINING WALL PER PLAN 2- z I r 7 I 8.17 A 6 7 F F�126 SEP AR ATE PLAN � C W I I � 267.5 6 5 I 5.0 U 68 - PAD 1 7 = FF -1269.57 I k �. - PLAN 2--C -1266.47 I o FF--1270.17 I ,� -1268.9 FF I PAD � _ Fc 4' - I B --1265.8 1 7 I . PAD--1269.5PLAN 2R--A Q W PAD =1265.8 - 15' N PLAN 3R-B FG ' � PLAN 1 R C ew I N z w 3.9 1 6 0 0 BW 4.2 s, o I 1 .1 FG ,� o FG I z z rn N z 1 I G 1 FG �n �, ;n o_ v 2 Q I 1 o Z 1 1 66.9 N 3 CO 0� LA L• NIor W -a 1.OX W L I 2 0 o ? ,,, 1,OX1 0 20 40 60 80 w 0 L 2 - FL I W 126 .2 ?c N I ?7.4 � w °T. � 1.07E 1.0 1.07r 1.0 o x FL WP C I rn 13.9 N10, 1.0% 7. N 7.2 G �i G FL HP 1 64.0 z 1 8.8 - 1 pn '� 1 K Medofer Engineering, Inc. o z FL oz P HP 2:1 SLOPE I � I Co � N 1 L 2:1 SLOPE 2:1 • I r 2.1 SLOPE 1264.0 28610 Midsummer Lane N �� SLOPE 1264.0 1261.0 'TFGG \I/ Menifee, CA 92584 I J -� 2:1 SLOPE 909-816-5830/951 -301 -6792 fax I 72.30' N 20'20'19" W 65.76' N 20620'19" W 61.82' N 20020'19" W 57.62' N 20'20'19" W 56.61' N 20`20'19" W\-CRIB-TYPE 6 I RETAINING WALL medofer-eng0comcast.net LOT 80 MWD EASEMENT PER SEPARATE PLAN WDID # 9 33C322766 LD05- 164GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK Underground Alert SEAL:SCALE QR�F ESS/ON4 Designed By Drawn By Checked By Drawing No. M.A.M. M.A.M. M.A.M. RECOMMENDED BY: DATE: CITY OF TDEPARTMENT OF PUBLIC WORKS A. M f ! Call: TOLL FREE Contractor Horizontal � `t`� �O.e� �y V0 Plans Prepared Under Supervision Of 3/ Q.� TRACT NO. 2 5004 `' 1 ACCEPTED BY: DATE: SEE SHEET 1 = '� - 1 " 2 0' 1 -800 W No. 47604 r - Date: e-Z 9RONALD J PARKS PRECISE GRADING PLAN .. . ..* EXP. 12-31--05 * MI HAEL A. MEDOFE .x• �•;xa:%;txInspector DEPUTY DIRECTOR OF PUBLIC WORKS 227 2600 Vertical .,. PHASES 4 AND 5 Date Completed `�'t C 1 V 1� .��! = ' p NA �TfOFvl\� � R.C.E. N0. 47604 Expires 12/31/05 R.C.E. No. 19744 Expires 930 05 ,�f. lON::: Sheet 3 of 3 TWO WORKING DAYS BEFORE YOU DIG 4' ' �" LOTS 55, 56, 57, 64 - 68